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    Validation Case: 3D Dam Break

    This validation case belongs to fluid dynamics and aims to validate the Multi-purpose multiphase solver implemented in SimScale using a 3D dam break analysis. The case analyses a dam break with an overflow over a rectangular box. In detail, the following parameters are of interest:

    • Gauge Pressure on rectangular block surface points \([Pa]\)
    • Wave height at different points of the region of interest \([m]\)

    The simulation results from SimScale were compared to the results presented by Kleefsman et al. in the study “3D dam break” \(^1\).

    Geometry

    The dimensions of geometry are displayed in Figure 1. It shows the size of the simulation domain, the rectangular box, the initial water volume as well as the position of the height measurement points.

    multiphase dam breaking Geometry scale
    Figure 1: Geometry dimensions of the region of interest, and height measurement points.

    In order to measure the surface pressure on the rectangular box and the height of the water through the region of interest probe points were used. Figure 2 shows the positions of the measurement surfaces on the rectangular box.

    multiphase dam breaking recatngular box dimensions
    Figure 2: Dimensions of the rectangular box and positions of the measurement surfaces

    Analysis Type and Mesh

    Analysis Type: Transient, Multi-purpose-Multiphase, k-epsilon turbulence model

    Mesh and Element Types:

    The mesh was created with SimScale’s Multi-purpose meshing algorithm.

    Mesh Sensitivity Analysis

    The Multi-purpose meshing algorithm with hexahedral cells was used to generate the mesh. Multiple levels of fineness, from fineness levels 2 to 8, were used to perform the mesh sensitivity analysis. To correlate the data from different time steps of the surface pressure points on the rectangular box to the experimental data, a Pearson Correlation was performed. The results of the Pearson Correlation can be seen in Table 1 and Figure 3 below.

    Mesh LevelNumber of CellsP1P2P3P4P5P6P7P8Average
    21164870.7930.8690.8510.7110.9680.9770.9460.8910.876
    31597990.8480.8840.9190.7670.8040.7950.6380.5830.780
    42305410.8770.9460.9320.8080.8480.7640.6770.5670.802
    53374440.8800.9330.9460.8550.8390.8880.8220.7000.858
    65048950.8520.9020.9060.7960.8310.7420.6340.3970.757
    77580920.8940.9280.9210.8060.7880.7550.6760.4690.780
    811233210.8890.9180.8880.7890.8690.8080.7020.5660.804
    Table 1: Pearson Correlation Coefficient for surface pressure points to experimental data.
    Pearson Correlation _ SimScale to Experiment Data
    Figure 3: Pearson Correlation Coefficient Plot for different surface Pressure Points

    Mesh fineness levels 5 and 8 show a high correlation to the experimental data. Mesh fineness level 2 shows the best correlation with a very high correlation for every surface pressure point.

    Pearson Correlation Coefficient

    The Pearson Correlation Coefficient \(^2\) describes the linear matching of two data sets. Where a correlation coefficient of 0 indicates a non-correlating data set a coefficient of 1 describes a perfect correlation. Figure 4 displays a plot for the pressure data of Point 3 of Mesh 5, over the equvalent Experimental Data. The data shows a very good linear correlation, with a Pearson Correlation Coefficient of 0.97.

    Pearson Correlation Example Plot
    Figure 4: Plot for the pressure data of Point 3 of Mesh 5, over the equivalent Experimental Data.

    Figure 5 and Figure 6 display the surface mesh of fineness level 5 for the rectangular box and a cutting plane through the center of the region of interest respectively.

    validation case dam break box Mesh
    Figure 5: Surface mesh for the rectangular box and ground of the region of interest
    3d dam break mesh slice Multi-purpose cartesian
    Figure 6: Mesh slice at Y = 0.49 \(m\) through the region of interest

    Simulation Setup

    Materials

    Fluids:

    • Water
      • Kinematic viscosity \(\nu\): 9.338e-7 \(\frac{m^2}{s}\)
      • Density \(\rho\): 997.3 \(\frac{kg}{m^3}\)
      • Phase: 0
    • Air
      • Kinematic viscosity \(\nu\): 1.5295e-5 \(\frac{m^2}{s}\)
      • Density \(\rho\): 1.196 \(\frac{kg}{m^3}\)
      • Phase: 1

    Initial Conditions

    As initial conditions, the fluid volume for the different phases is defined. The initial regions for air and water can be observed in Figure 6:

    multiphase dam breaking initial condition
    Figure 7: Initial conditions of the water and air phase volumes

    Simulation Control

    Run time and time steps

    The simulation is transient and will be simulated to observe 5 seconds of real-time phenomenon. The computation will be carried out every 0.001 seconds.

    Reference Solution

    The solution is given for a time period of 5 seconds and compared to the results given by Kleefsman et al. \(^1)\. To calculate the height of the water at different positions the pressure at the bottom of the region of interest is measured and equation 1 is used to calculate the water height:

    $$ Height_{Water} = \frac{Pressure} {g * \rho_{Water}} = \frac{Pressure} {9.81 * 997.3} \tag{1} $$

    Result Comparison

    Figure 7 shows the plots for the different surface pressure measurements points P1 to P8. Especially the frontal face points P1 – P4 show a good qualitative correlation to the experimental reference. Where P5 – P8 also show a good qualitative correlation of the data after 2.5 seconds.

    validation case dam break Pressure Plots
    Figure 8: Pressure plots for the measurement points P1 – P8.

    Figure 8 shows the height measurement data for the four bottom surface measurement points. All plots show a similar behavior as the experimental data. For plots H1 – H3, the time needed by the fluid to reach this measurement point from the initial condition matches quite well with the experimental data. In addition, height point H4 shows a good qualitative correlation to the experimental data, whereas H1 – H3 shows a good correlation for the period after 2 seconds.

    validation case dam break Height Plots
    Figure 9: Height plots for the measurement points H1 – H4.

    In Animation 1 a comparison between the recorded experiment from Kleefsman et al. and a recorded animation from the SimScale results can be seen. The SimScale animation displays an Iso-volume of the water phase fraction with a volume phase fraction range from 0.3 – 1.

    Animation 1: Comparison of the dam-breaking video recording to an exported SimScale animation.

    Last updated: August 13th, 2024

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